Damage-Based Capacity Limit States for Nonductile Bridge Columns-Reference-Cited by-同舟云学术

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Damage-Based Capacity Limit States for Nonductile Bridge Columns

Published:2023-05 Issue:5 Volume:28 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Zhou Jin¹,Kunnath Sashi K.²

Affiliation:

1. Structural Engineer, Thornton Tomasetti, San Francisco, CA 94105.

2. Professor, Civil & Environmental Engineering, Univ. of California, Davis, CA 95616 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JBENF2.BEENG-5821

Reference37 articles.

1. AASHTO. 2017. Bridge design specifications. Washington, DC: AASHTO.

2. Low-cycle fatigue behavior of reinforcing steel bars;Brown J.;ACI Mater. J.,2004

3. Seismic retrofit of circular bridge columns for enhanced flexural performance;Chai Y. H.;ACI Struct. J.,1991

4. A study of the effects of cyclic thermal stresses on a ductile metal;Coffin L. F.;Trans. Am. Soc. Mech. Eng.,1954

5. A note on low cycle fatigue laws;Coffin L. F.;J. Mater.,1971

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